Acceptance and evaluation of construction quality of asphalt concrete panel unit project

(2) Criteria for excellence level: 1) The inspection results of the main control items should all meet the requirements of SL632-2012.

Erection Anchor

2.

(2) Standard of excellent grade: the construction quality of each process shall be qualified in the acceptance evaluation, among which the excellent process shall reach 50% or more, and the main process shall reach the excellent grade; All inspection data shall meet the requirements of SL632-2012.

The inspection method and inspection quantity of each inspection item shall comply with the requirements in Table B-29.

3.

(2) Criteria for excellence level: 1) The inspection results of the main control items should all meet the requirements of SL632-2012.

2.

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3) All inspection data shall meet the requirements of SL632-2012.

Process quality standard: (1) Qualification level standard: 1) The inspection results of the main control items should all meet the requirements of SL632-2012.

The filling of the construction quality acceptance evaluation form for the leveling and bonding layer (including waterproof layer) process of asphalt concrete face slab must comply with the “Basic Provisions for Filling” and the following requirements: 1.

(2) The supervision unit’s parallel inspection data of construction quality inspection items in the process.

Quality standard of unit works: (1) Qualification level standard: all processes shall be qualified in construction quality acceptance assessment; All inspection data shall meet the requirements of SL632-2012.

This form is applicable to rolled asphalt concrete panel project.

3) All inspection data shall meet the requirements of SL632-2012.

The following data shall be submitted for the acceptance and evaluation of process construction quality: (1) The initial inspection records of each shift (group) of the construction unit, the re inspection records of the construction team, the final inspection records of the full-time quality inspector of the construction unit, and the inspection data of each construction quality inspection item in the process.

4.

This table is carried out on the basis of the acceptance and evaluation of the process construction quality in Table 2.6.1~Table 2.6.4.

The leveling cementation layer (including drainage layer) and impermeable layer should be the main processes, which should be marked with △.

2.

The construction of unit asphalt concrete panel is divided into four processes: leveling the cementation layer (including drainage layer), impermeable layer, sealing layer, and connection of panel and rigid building.

The following data shall be submitted for the acceptance and evaluation of process construction quality: (1) The initial inspection records of each shift (group) of the construction unit, the re inspection records of the construction team, the final inspection records of the full-time quality inspector of the construction unit, and the inspection data of each construction quality inspection item in the process.

For unit quantities, fill in the asphalt concrete paving quantity of this unit (m3).

When filling in the form of asphalt concrete panel unit project construction quality acceptance evaluation of asphalt concrete panel unit project, the “basic rules for filling in the form” must be followed, and the following requirements should be met: 1.

The inspection method and inspection quantity of each inspection item shall comply with the requirements in Table B-30.

2.

Process quality standard: (1) Qualification level standard: 1) The inspection results of the main control items should all meet the requirements of SL632-2012.

3) All inspection data shall meet the requirements of SL632-2012.

The name and position of unit project, divisional project and unit project shall be the same as those in Table 2.6.

3.

The “Basic Provisions for Filling” must be observed when filling in the form of construction quality acceptance evaluation of asphalt concrete face slab impervious layer process, and the following requirements shall be met: 1.

4.

4.

(2) The supervision unit’s parallel inspection data of construction quality inspection items in the process.

The incoming inspection results of asphalt quality shall meet the relevant product standards and comply with the provisions of Appendix E.1 of SL632-2012.

2) For general items, 90% or more inspection points shall be qualified item by item, and the unqualified points shall not be centralized.

The names and positions of unit works, divisional works and unit works shall be the same as those in Table 2.6.

The following data shall be submitted for the acceptance and evaluation of the construction quality of unit works: (1) The construction unit shall submit the inspection data for the acceptance and evaluation of the processes (or inspection items) included in the unit works, and the inspection records of raw materials, mixtures and various physical inspection items.

The quality of asphalt and other mixed materials shall meet the requirements of technical specifications; The mix proportion of asphalt concrete shall be determined by test; The rolling construction parameters, such as the model, specification, rolling times and rolling speed of the compaction machine, shall be determined through the on-site rolling test.

5.

The quality of coarse and fine aggregates and admixtures shall comply with Appendix E.2 of SL632-2012, and the quality of asphalt mixture and asphalt concrete shall comply with Appendix E.3 of SL632-2012.

The names and positions of unit works, divisional works and unit works shall be the same as those in Table 2.6.

3) All inspection data shall meet the requirements of SL632-2012.

The following data shall be submitted for the acceptance and evaluation of process construction quality: (1) The initial inspection records of each shift (group) of the construction unit, the re inspection records of the construction team, the final inspection records of the full-time quality inspector of the construction unit, and the inspection data of each construction quality inspection item in the process.

(2) The supervision unit’s parallel inspection data of construction quality inspection items in the process..

7.

3.

When filling in the form of construction quality acceptance evaluation of asphalt concrete face slab sealing course process, the “Basic Provisions for Filling in the Form” must be followed, and the following requirements shall be met: 1.

2) For general items, 70% or more inspection points shall be qualified item by item, and the unqualified points shall not be centralized.

2) For general items, 70% or more inspection points shall be qualified item by item, and the unqualified points shall not be centralized.

(2) The supervision unit shall submit the parallel inspection data for the construction quality of unit works.

3.

2) For general items, 90% or more inspection points shall be qualified item by item, and the unqualified points shall not be centralized.

The inspection method and inspection quantity of each inspection item shall comply with the requirements in Table B-28.

Division of unit works: it is better to divide the construction paving area, section and layer, and each paving layer of each area and section is divided into a unit project.